Apparatus and method for biological treatment of organic wastewater

Abstract

Provided are an apparatus and a method for biological treatment of an organic wastewater where it is possible to efficiently remove organic matter under high load while reducing the amount of air used for aerobic biological treatment and substantially decreasing the amount of sludge generated. The apparatus is provided with: a first biological treatment tank which has a fixed-type immobilized biocarrier and an aeration means; a second biological treatment tank to which a treated liquid from the first tank is introduced so as to perform treatment using suspended microorganisms, and which has an aeration means; and a sedimentation tank in which solid-liquid from the second tank is separated said liquid into settled sludge and treated water, wherein the apparatus has an influent line through which an organic wastewater is introduced to the first tank and the second tank, and a return line through which part of settled sludge discharged from the tank is returned to the tank.

What is claimed is: 
     
       1. An apparatus for biological treatment of organic wastewater, comprising:
 a first biological treatment tank having a fixed-type immobilized biocarrier and an air diffusing means that is arranged on a lower side of the fixed-type immobilized biocarrier; 
 a second biological treatment tank having an air diffusing means into which treated liquid that has been treated in the first biological treatment tank can be introduced so as to be treated by suspended microorganisms without using a biocarrier; 
 a sedimentation tank where solid-liquid separation can be carried out on a mixed liquid that has been treated in the second biological treatment tank so that the mixed liquid can be separated into sedimented sludge and treated water; 
 an inflow line through which organic wastewater can be introduced so as to be distributed into the first biological treatment tank and the second biological treatment tank; 
 a return sludge line for returning part of the sedimented sludge that has been discharged from the sedimentation tank to the second biological treatment tank; 
 a flow amount adjustment mechanism for adjusting distribution amounts of the organic wastewater that is to be distributed to the first biological treatment tank and the second biological treatment tank; 
 a first BOD sensor configured to measure a BOD value in the organic wastewater; and 
 a second BOD sensor configured to measure a soluble BOD value of the treated liquid within the second biological treatment tank, wherein 
 the flow amount adjusting mechanism is operatively connected to receive sensor data from the first and second BOD sensors, 
 the flow amount adjustment mechanism is configured to adjust distribution amounts of the organic wastewater that is to be distributed to the first biological treatment tank and the second biological treatment tank in response to the sensor data from the first and second BOD sensors, 
 the flow amount adjustment mechanism adjusting a supply amount of the organic wastewater to the second biological treatment tank to set a ratio Y (%) of a supply amount of the organic wastewater that can be supplied to the second biological treatment tank to a total supply amount of the organic wastewater to satisfy the following Formula 1 with a BOD volume load X (kg/m 3 /d) of an entirety of the first biological treatment tank and the second biological treatment tank being in a range of 0.5 or greater and less than 0.814, and to satisfy the following Formula 2 with X being in a range of 0.814 or greater and 1.5 or less, wherein
   5≤ Y<− 63 X+ 82.5   (Formula 1)
 
   5≤ Y<− 20 X+ 47.5   (Formula 2).
 
 
 
     
     
       2. The apparatus for biological treatment of organic wastewater according to  claim 1 , further comprising:
 a control device operatively connected to automatically control the flow adjustment mechanism, wherein 
 the flow adjustment mechanism is further configured to adjust distribution amounts of the organic wastewater that is to be distributed to the first biological treatment tank and the second biological treatment tank such that a ratio of a soluble BOD value in the second biological treatment tank to a BOD value of the organic wastewater is in a range from 6.7% to 30% based on the sensor data from the first and second BOD sensors. 
 
     
     
       3. The apparatus for biological treatment of organic wastewater according to  claim 1 , wherein a flow-blocking wall for preventing a flow of organic wastewater is arranged in the first biological treatment tank. 
     
     
       4. The apparatus for biological treatment of organic wastewater according to  claim 1 , wherein a stirring means for stirring the treated liquid is provided in the second biological treatment tank. 
     
     
       5. The apparatus for biological treatment of organic wastewater according to  claim 2 , wherein a flow-blocking wall for preventing a flow of organic wastewater is arranged in the first biological treatment tank. 
     
     
       6. The apparatus for biological treatment of organic wastewater according to  claim 2 , wherein a stirring means for stirring the treated liquid is provided in the second biological treatment tank. 
     
     
       7. The apparatus for biological treatment of organic wastewater according to  claim 3 , wherein a stirring means for stirring the treated liquid is provided in the second biological treatment tank. 
     
     
       8. The apparatus for biological treatment of organic wastewater according to  claim 5 , wherein a stirring means for stirring the treated liquid is provided in the second biological treatment tank.